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Home My WebLink About2647 CAZADERO DR; ; 82-352; PermitDECLARATIONS LENDER * sn-, -: LJ —D WORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR... - 1 ' , J . - •> / ^^ssT— So T-^T 5 ^ o o £'= „ IA ^ 5 O0n o^^S S«o 3 § "" £5>-™ -3ol> r-,"1!5 §°B^ n E: dp? §il» ?2wfi g S-^ O "~ 3 a; - 5 f.n H> < -12 15 = n 2 T £ ~ 5 aQH - ** -^ 2 w * 5 w 5 S-.^^ ** ^-i^T^^tfr 3 <D _ 3; y-3i __ J l|Sl5-.SgSj |£S^ | s £*§£= §Sa| |?^5 tf»— £— isl1! f|il ?lii t ra3^?3 "S^S S^z^ »<ToOn2 2.5 - ™ &5?O ?1-11 rfnH Hi? s godu ^res --3JH,13£5 og3» %J>0?^S1^ 3&f* S'ZE J^ETSo -S^l ^?S *!55i sis i Z ; I a*gt fose.S ^ * =•=• 55 3- Oc o — -f^-%1X-S| V sit1 — 1» 5- 1 ^oS g~o 3 ° o* *^5i8" 2 ft>tfl 3 -_ i • fp IH^II- ls||l|2l||° llilliitl|lf_ ^3 „ ro-°£ "E^gij^1" sf™ 2.5 §:li'^ ^ s Sjlsiss-S^s eg 5* ^^^ S5""1''1;?— ~T<BSe*S"'^:'O5.y?n £u"ojQ2^J|— 2"^ *" CD m sf « Iflli I 1 III If ~' 1 sj I if j^1" = 1-2 ^l^ll^l|l?i " 111 1 sl™a ? o™^oS"S ™|™|s°~'Ssi sSJ- § s oS"™!*™-3 '2= 3 BS-^S^g 5-S.E^^r-S^'g- I^ao5~gs-35sg ED 3 » ra Srg,_«S S-- § — =r3gg'S'5 ?3§^-~J=51^tng-S-_gp e» ID g ' a "i°S3§. s ^"^ i1"5"^ a5 — * S-^T sos^^Ss-SS - E o= 3- S IDO (D 3 =So. 2-3 _ (1) Finance (2) Data Process, t^l^l.-Jf— 1.j_Uj>S5j-»eSc^s*H-*~-r'^nI*-nLT1zS|g 3^«s;*s^5is•n§nt^ Oz g-rf-iiwJOS^Cl""mS>sF ff5^5?2S5 ^fSS^^g«ts5D^s3>§gS5«5S5l •|«§flSB :-Jif§i3s / ^SS^Ifeg>03:80rn^"» O > rj XO ^s/ OfO^X^ 3-at-B. ^§5-zlS cgO^Z^H.m^3)-ca£rn s oS§ § "n > »|43gcp^ «s> w -i f. ~ 3F>SS?tJMC Mm ^O >E>8f]o^J°^>i^£iSIS!3* =.' H§>OcO^gSm llliSsf"^ *• S •" -" — ""•n?rri r"OH m O .-nw White — Inspcfo Gold — Temporary File ""•VI. "UJl I 1 Gen /I ^u n \/aDOB SITE"HNAC^Z-Z. FO/?/A/^/. INSPECEMS ABOVEc& 5 HI m 33o 30 Sa VENTILATING SYSTEMS ""_ , "" x.m'> I u > 3D OOZ O 1 COo >3J C/) CO ^m CO J ^ " •^•v. D C H fio TJr~m2 3)m-n IE Z ! — W ^v ^A •^>X*. *J ^ ! ' fe MECHANICAL^r ^ >' - en Tl 'SMOKE' DETECTO3), ;— | t 1 1 1 I BONDING*** ,\ — -1 ( - , J; :~ •-•-i ELECTRICCOm -3)< Om - r~ ; ' 5 * Mv ^. >"• S; r f 33 OC OX m*f—.ECTRIC ""' — :,f -^ (-4 ^v «w "K -O ^ v5-, C ELECTRICUNDERGROUND'/f; \ "I j -yf ••• " ^- ^ . ,TEMPORARY POWER - * •j&11 — 0 " L , , ' , - .ELECTRICAL™1 *f "" — ^ - •v - ] - < 1 ', Q -4m H i f l 1 I~ i1 Vj vs^ -^ V^- XJ> "c'CD SHOWER' PAN, — -i o -? - ^ ' - 1 PLUMBINGO S-D 6 -H ,.? *j,_o — tjix ^v •fc. -O"> -o' »" Cl i UNDERGROUND~ > \x *N> *$••*s^*>. y.H to".m" 39 Z O CD Oo — 0 - s^ s^ *ts. ^-vj ^~> •• Ir - i PLUMBINGi— ^ i ?'- - , 1- t- * -INTERIORLATH & DRYWALr~ — . r - 1 •* j ' t EXTERIORr- H 1 1o4 z> " c — ' i ,, '*s ^^ '- •n 31 Tl T ^ ( " i AJ ^.•^ ^v. -^ f* CT-•* "SHEATH IN1 C -- , ^ ^sN\j!f ^ »^»Hi v Tl D O 31 o- |— c: CD -n 3) >• gm — * ^ *~. ~, * Hm O 3) Q 313 H r * — 1 MASONRY- - — -, '—» 3) Tl »n n CO mn — ^ ^^^ ?S 7S Tl y 5", H , O if- Cu. r-' — ^>^ A V. ?" i" & $vv_. BUILDING- — } , •NSPECTIONm Ofo V1 S r-"-, i &rf < H»** ^?^ i ' L 01 Io ^NG•-t" O TJ 002UJ 0H U Hm m m yj ' Oz o 05 o mm00 O '_ __ I 'IK s*cQ 6f CONSTRUCTION LENDING AGENCY1 hereby affirm that Ihere is a construction lenOF THE GRANTING OF THIS PERMITAPPLICANT S SIGNATURE- OWNERQ CONTP, ACTORQAGENT D BY PHONE QTlf C IT O in D n CERTIFICATE OF EXEMPTION FROMWORKERS COMPENSATION INSURANCE(This section need not be completed i! the permil is for one hundred dollars (Si 00) or less)1 certify that in Ihe performance ol tho work forwhich this permit is issued 1 shall not employ anyperson tn any manner so as to become subject tothe Workers Compensation Laws of CaliforniaNOTICE TO APPLICANT If after making this Certlftcate of Exemption you should become subjectto the Workers Compensation provisions of theLabor Code you must forthwith comply wild suchprovisions or this permit shall be deemed revoked1 HAVE CAREFULLY EXAMINED THE COMPLETED APHEREBY CERTIFY THAT ALL INFORMATION HEREONFURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUECOUNTY AND STATE LAWS GOVERNING BUILDING CCSPECIFIED HEREIN OH NOT 1 ALSO AGREETOSAVELESS THE CITY OF CARLSBAD AGAINST ALL LIAB1LI£§S°sc , Q Tl — [Jl i > i n ^ > oo •AN OSHA PERMIT IS REQUIRED FORS O DEEP AND DBMC-LfJ>ON O.B COSTRUCTURES OVER 3 STORIES IN HEEXCAVATIONS Q\NSTfllJC-TJON OFIGHTJ" Oo CONTRACTOR £> °• 1 - | ^TOTALELECTRICAL\ \TOTAL FEES PAYABLEv ^,1 ITi 1 Z •< s •<t/ iu o \ \ i\ * ^ - - i DCopy is filed with the cityQCertlfled copy is hereby furnished0<m IS) 1 1 s \ *5 ;^ ?1 i •s TEMP POLE ZOOAfVen ~s •* § -1aH r— O Tl m oo -n r- - - t k—WORKERS COMPENSATION DECLARATION1 hereby affirm that 1 have a certificate of consent !o self Insure or a certificate ol Workers'Compensation Insurance 01 a certified copythereof (Sec 3800, Labor Code)PDI irYNDREMODEL/ALTERPER CIRCUIT-nmZom o m \ - _ TJ TSJin -a3: 33 3 a n n \ - -EXIST BLOGEAAM/SWT/BKRm-t •o \ Or— 33 - - < •D ^1 -a •oo 33 \ \ S O 1—m Xo IT Zn nozCO-tm HB § T1 ! 1z Cl \MECHANICAL*\ otu OS for this rpasnn•H-<ELECTRICAL PERMITH DH MOBILE HOME PERMITH \ mr~mo r~ •i 3 Oo TOTAL PLUMBINGo -iE3-<j3nS- »»l§5S'f|o5sS"^3 8Sf33i»|5«J>tf§£35 w^ag-o-ociB ^Qi2.S.-»sw2as:l"m g-S"S'Hm^32 = SS^S2:r33<8og5a 5.™— u><»§-a5<SJ °"°35~c3"— — Q^i0* I«"3oo5|g 2||^-5-5o'£S»= '^Bs|.S|3'j3-°irl"'K«$lcs§Ii^Io f j*llHsS*!s' s^lSS&^l-SgisS slis:g*|i a|snili^3: I|lgall-|^|l*!SQ-^na.0-0,*™ ° J B S 3 S £ o in ™ 5 ^ = ~S"0,_ njo^-a = ™(-3c: 111!!!! iiinlfi ;_! i » It o ° i ?ss-sl"c°*"*°» | = w>H.EiI-°3§3iol§5 CONTRACTORCONTRACTOR SL^tr—i~ Z r—VE PERMITTOTAL PLUMBING•>, si 1 TOTAL MECHANICAL ^_i~ z o mo iV •f - "^ «*^, *!rtl P a - f1 1: i : l u _WATER SOFTNERRELOCATIDN OF EA FURNACE/HEATERO7c LOING PERMIT^ ^^\ ''0 •* ^ INSPECTIONEACH LAWN SPRINKLER SYSTEM^MECH EXHAUST - HOOD/DUCTSs^ \ £ •± i*«EACH INSTAL , ALTER REPAIR WATER PIPE5\VENT FAN SINGLE DUCT^,^a ^EACH GAS SYSTEM 5 OR MOREBOILER/COMPRESSOR 16 30 HP•—^EACH GAS SYSTEM 1 TO 4 OUTLETSBOILER/COMPRESSOR 3 15 HP-^ ^EACH WATER HEATER AND/OR VENT\BOILER/COMPRESSOR UP TO 3 HP*4 EACH BUILDING SEWER\ •OVER 100 000 BTUk>EACH FIXTURE TRAPt su niaooo'ooi oidfisiona NundiivisNiO a PLUMBIMG PERMITH DH MECHANICAL PERMITH : j> /\ < > » r a Ulo H IDran c Uln onn TJ STANDARD PLAN XTJ c TYPE CONSTonn O a ^ <TV ^cPc CENSUS TRACTin TJ o crinm ONINOi70mUl cz Ul PARKTNG SPACENUMBER OF STORIES• s? Tl 6 J M BLOCKSUBOIimU u> Hi 5z " S SESSOR'S PARCEL NO1 1 1 1 I t i 1 1DESIGNERDESIGNER'S ADDRESSJ\r^-i urn GNER'S PHONESTATE LIrnz m a Sz \ ^ ^ ^ z L \ ^3 V 5V" ^ <K , V U CONTRACTOR'SPHONE"-e^OWNER OWNER'S PHONEMark & Robert Turner. 433-2927PRIME CONTRACTORSTATE LCENSET~3D iLICENSED CONTRACTOR S DECLARATION1 hereby affirm that 1 am licensed under pcovisions of Chapter 9 (commencing with Section7000) of Division 3 of Ihe Business and Professions Code and my license Is in full force and effeetzo -N) -Js» Ul — cn --j -P0»_N oID fr O — O 31 Ul Ul fr X -t DATE OF APPLICATION3-2-79BUS LICENSEn "- D 7 *S ^H CITY OF CARLSBAD-^^ APPLICATUSE BALL POINT PEN ONLY 120o ELM-BUILDING DEPARTMENT j^^B ^^Hnt-J & PFRMIT ^ APPLICANT TO FILL IN INFOR- ^TAVENUE (714) 438-5525 MATION WITHIN RED LINESVALID ATEB —nm 0 oo 3UPANCY ISSUEDj , ti ' i , i 1 ' ^ '-' - •- iJ •- f } - •i h ». i • ,* • * , • . - 1 J . t t / /" i /' . "J ' J ; . , *" . „ ii • > v ' • •- 1 | GAS METER-Fm '2 TJ - ' S \E'LTEC WETER--PERM-TEMP - -- -t t , 1 , 1 1 1 1 - , ' ' 11 * , f , 1 K5TttER(DERT':S,REQ COMPLETEDy • 1 j i t - ,— ,, f ,' J Z r z1/1 TJ 0) •f: mroo DmTJ H i i '•l , - f TJ Z1 ' . , • , > i 1 i J /•sJ 1fj . 1 1 , 1 k SHOWN J *- '' FRAME - —i V " i , t ' 1 , >• FENCE PREPLASTE"n ' , . 1 ' , 1 1 • • -• PRE DECK-i , 1 • • - ^, , ~*tt, * i ! " '" C/l i TJOOr • STEEL BONDING - _' , - 1 . ' O LO Hm H ' \[ 1r ' * 'SEWER'1 i i , 11 • . _ i -\' gi TJ TJ' O m-n ? (POLE)1 ( (_, r. * ;f- ] * - i \OTHER •• -I i 1 ' * ' , • 1 l ~" ii r1? f " ^ i I , j -i i **> 1 J • ' v_ " r » u 1 - -1 PLATE TIES/HEIGHT OF CHIMNEY* * f 2 •j DAMPER fiS'~i mr / / ^« ! / ! f ,-FIREPLACE• . 5 j! i , •. - •• j( » i > i" d * t" j . X \ ' , 1 r r/ •i^ - 4- - ' - 1 - -EXTERiOR L.ATH OK -VP.LACEISTUnoo 1 , 1 r. ' * ; 1 " -•> ' \ ~~\ ' 1 - ' , r 1 ' -WALLBOARCO7. TJr rnrn H *jf ~~ - " - i -1 4 r f ' 1 ' _ ., ' , . t t t "" , , » '- *i INSULATIONOK • PLACE WALL8O,f 7Ja 1 k. t _ - " - -4 | FRAME OK •PLACE INSULATION- , i i , l J 1 ii 't \ROUGH HE A'TING/VENTILATINGt "•v 1, 1 f •w. i, 1 '"" 1 I ' ! o 1 - 1 - - '" ^1 , * •-/ ) * • -l , , -' - ! . ', i ** * - ( ^ f~S \ ROUGH PLUI£m zO Jl. - - «r * . "^ • , *•ROUGH ELECTRICAL /I -5 ' ^ / f. f Ik 1 t t 1 - ' 1 V- I V 4 Ay, ItV --*. F t f \ 1 ' ^ i " ' i. * J /-FRAME1 ' - - • i i . . l i - ' ( i l ; i 1 - -i l ' 1 ,' . """"*. - - O7. -HO T)OCTt i CONCRETE "4_ , i ' ' 1 ' 1 l 1 . , i1 ; * • - ^ i - * -L FOOTING . FrORMS . SETBACK • TO™ m _j } - f 1 t - — t,! UNDER SLAEi PLUMBING ?'. ~ - -[SLAB FLOOR**- 4. , ' - - - •- _-. 1 I • 1 j ' " , 1 ' , 1 . 1 ( . - O HO z CO -r COcCO Tlroojj | , ( i , * i 1 . •[ UNDER FLOIDR HEATING' 1 i ' 1 1 i , ' , 1 • UNDER FLO'(J 1 - - ', ' , ' - , l i • \ \ 14 ^^ "" t V .1 FOUNDATIOIM • FORMS • SET BACK• H O rm H ^ t 1 \ i 1 • 1 i ( * 1 WOOD FLOOR* , — 1j> , • - '• i rr-' " ( i*INSPECTION. _i 1 . i - \~, a 'H i , z Tl rnO-io f i , - - , 1 • z (Si"0mn-io23, 01 Z OHm U) 1 1 ' ' J ', jI1 1 1 - \ " s^, — —•• , i j • i , Tl m o z 't/i-amn H oz: ;omno LCJ 1 , i , ii V 1 1 \ t \ , ' -t SiTEADDRESSX, » , y. ' ' ' O rn < ^ TJm |! z-o to , 1 ' , ^ -«,/- MO*" iiJ. UILDING ADDRLSS A 0dilM -- * PLANNING DFPARTMEN1 ZONE" fj-£—^ SCHOOL FEES SAN DIEGUIIO ENCINIfAS 1ARCOS CARLSBAD UNITS RLQ'D PROVIDED. COVERAGE ALLOWED PARKING SPACES REO'D _ PROVIDED: PROVIDED Ci BUILDING HEIGHT RLQ'D. FRONT SETBACK ALLOWED. . , PROVIDED PROVIDED SIDE SETBACK REA INTRUSIONS. RE-DEVELOPMENT APPROVAL REQ'D' LANDSCAPE ^ IRRIGATION PLAN COMMENTS A//V ENVIRONMENTAL PROTECTION RLQ &)(G ADDITIONAL COMMENTS. OK TO ISSUE DA7E-OK 70 FINAL:DATE : j)t)^ex o^cyTO - - R.O.W PUBLIC FACILITIES FEE-SEWER CONNECTION DRIVEWAY LOCATION(S) GRADING PERMIT' EASEMENTS. LEGAL DLSCRIP'IION DRAINAGE . to?,^ / /- ADDIHONAL COMMENiS *CHECK IF ENGINEERING INSPECTION REQ'D. ON FINAL" ( TO ISSUE- *$}£- DMi:: |p" 6^ P^I: UfiR OK 10 FINAL DATE' ^ T * IF THIS f'HM IS NOT CffrCKEO, IHJfLHINC DLPAR'/MIINl 1VHJ, MAKE FINAL INSPECTION. INTERDEPARTMENTAL INFORMATION SHEET BUILDING DEPARTMENT BUILDING ADDRESS: DATE:MAR 2 1979 OF CARLSBAD Building Department S^l tf.d.~&1PLANNING DEPARTMENT 70NE LOT SIZE LOT WIDTH UNITS ALLOWED UNITS PROVIDED PARKING SPACES REQUIRED % COVERAGE ALLOWED BUILDING HEIGHT ALLOWED FRONT SETBACK: A ALLOWED PROVIDED _PROVIDED _PROVIDED PROVIDED SIDE INTRUSIONS LANDSCAPE & IRRIGATION PLAN COMMENTS: REAR SETBACK ENVIRONMENTAL PROTECTION REQ SCHOOL FEES. DISTRICT: ADDITIONAL COMMENTS: OK TO ISSUE: NGINEERING DEPARTMENT £X($Tff6 INDUSTRIAL WASTE CONNECTION f^&rtrT o-'^-J*'' DRIVElMf LtTCATlONS GRADING" PERMIT DRAINAGE,)*. EAS^fENTS LEGAL DESCRIPTION ADDITIONAL COMMENTS OK TO FINALOK TO ISSUE: FIEE DEPARTMENT SPRINKLING SYSTEM 'FIRE ALARMS FIRE HYDRANTS ADDITIONAL COMMENTS FIRE PROTECTION EQUIP. EXITS LOCATION ? OK TO ISSUE: WATER DEPARTME 'REQUIREMENTS OF APPROPR 61979 OK TO FINAL DATE ESGIL CORPORATION 982O CHHMAl'KAKK UK., SUITK 1122 SAX niKc;o, CA 0212;* (619) !><*<>-14OM ^ _ 7ZT »«2 CIIKSAHKAKK I1K., SUITE 122 SAN niKc;o, CA oaiaa ** (A '*1* n 3. 4*. be (^). Sc-e? U. j3-s.c-eA.oV He co «vi S , A:- Citp of Cartebab JURISDICTION: PROJECT TO: DATE T' PLAN CORRECTION SHEET SINGLE J'AMtL'f AMD DUPLEX DWELLINGS •£- ~-J> -±> <^ 'Plan Check No. Date plans received by jurisdiction r~SG/ Date plans received by plan checker^/fcJ Date initial plan check completed /-—<by ~' "OREWORD- PLEASE READ Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the X"" Planning Department, Engineering Department L. or other departments <Y*M CjtAj^rjeiuS c VH-7 '^rMi.fc/vai.w fcxii«v> -vitt-isrvzy ^* The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in confortnance with the cited codes and regulations Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. \I APPLICANT COPY (TT CITY COPY PLAN CHECKER COPY Submit fully dimensioned plot plan drawn to scale showing location size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all corners. Sec. 302(b)7. Indicate distance from center-line of street or alley to property line and distance from curb to property line. Sec. 302(b)7 Plans, specifications and calculations shall be signed by a California State licensed engineer or architect. (California Business and Professions Code) B FIRF PROTECTION Malls closer than 3 feet to property lines shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A Sec 1709(a) Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. S04(b) Projections, including eaves,shall be one- hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the property line. Sec. 1710 Show location of permanently wired smoke detector Sec 1210 C ROOM SIZESj LIGHT, VENTILATIONS AND GLAZING One room must contain a minimum of 150 square feet of superficial floor area. Sec. 1207(b) Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Sec 1207(b)fcott5 »w ArffC . Cvi St'e* A . rndoW-area-must-be-at— 1 aaat floor area and a minimum of 10 square feet per Sec. 1207(a) Appears to be deficient o PLANS Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you by the 3unsdiction, To facilitate rechecking, please identify, next to each circled item, the sheet of the plans uppn which each correction on this sheet h3s been made and return this check sheet with the revised plans Indicate on plans the name of the legal owner and name of person responsible for the preparation of the plans. Sec. 302(b! 2* -^ 3*. Openable window area must be 1/20 of the floor area and a minimum ot 5 square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1 5 sq.ft (Sec,1205(a) One-half of all required window area must be openable in _ ___ _____ ___ Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required windows ate not provided Sec 1205(a) M No habitable room, other than a kitchen, ' shall be less than 7'0" in any dimension. Sec 1207(c) 32/ Show that ceiling height for habitable / rooms is a minimum of 7'6" Sec. 1207(a) Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Sec. 1207(al/ Provide 30" clear width for water closet compartments and 24" clearance in front of water closet. Sec. 1711(b) No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. 1208 Specify safety glazing for glazing in hazardous locations such as glass doors, glazing adjacent to such doors and glazing adjacent to walking surfaces. Sec. 5406 Glazing in shower and tub enclosures (including windows) shall be tempered, laminated or approved plastic. Sec. 1711 (f)(g) Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Sec. 1204 Eaves and cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. 1206(d) A mezzanine is an intermediate floor and (may not have a floor are.1 exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below,and must have 65% of the long, side open to the,.,room below.MJtS U Gt(?.¥l UM \t W\5t"Z WN iM3 Jft Handrails shall satisfy the following: a. Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-22(b) b. Handrail shall be 30" to 34" above the nosing of treads. Sec. 330S(j) c. Handrail projecting from a wall shall have a space not less than 1 1/2" between the wall and the handrail. Tha hand grip portion of handrail shall be not less than I 1/4" nor more than 2" in cross-sectional dimension. Sec. 3305{j) (see attached) Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Sec. 330S(g) A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec. 3305(g) A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor level. Sec 3303(1)2 Provide details of winding stairway. a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway. b. Maximum rise is 9 inches. c. Minimum width is 30 inches, (see attached) Sec. 3305(d) "TheToTt you sHOW aoe"s'"nok comply as mezzanine floor and is, by Building Code definition, a story D. EXITS, STAIRWAYS, AND RAILINGS Floors above the second story shall have not less than 2 exits. Sec. 3302{a) Required exit doorways shall be not less than 36" in width and not less than 6'-8" in height, and shall be capable of opening at least 90 degrees. Sec. 3303(e) Provide 36" high protective railing for porches, balconies, and open sides of landings. Maximum opening between railings shall be less than 9". Sec. 1716 Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail Table 23-B LLVlL PoSrt- £ VO • I< ~ ^^Jff. Pf^ S_V» tlCETi w—TUST*0**-1 . Provide staTrway and TanaTng~TrewMrr*r Sec. 3305(b) & (c) a. Maximum rise 8" and minimum run is 9". b Minimum head room is 6'-6". c. Minimum width is 30". Provide spiral stairway details: a Minimum run is 7 1/2 inches at a point from where the tread is the narrowest. b. Maximum rise is 9 1/2 inches. c. Minimum headroom is 6 feet 6 inches. Sec. 3305(f) (see attached),*-•Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 330S(f) Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 3305(£) Provide I.C.B.O. Reasearch Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans Sec. 306(a)4B and Sec. 306(f) In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is exempt. Sec. 3305 Exterior stairways shall not project into the 3 foot setback from the property lines Sec 3305(n> The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hourfire-resistive construction. Sec. 3305(mj Minimum construction specifications shall be made a part of the approved plans (See attached) E. ROOFING Specify roof pitch. Roof pitch is not adequate for roof type specified. Specify minimum pitch of > Specify roof material and application. Specify I.C.B.O. approval number for roof materials not covered in UBC Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a) Show roof drains and overflows. Sec. 3207(al Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICBO approval number. l/u6. 7. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least 50% of the required vent is at least 3 feet above ceiling Sec. 3205(c) B. MASONRY : Provide fireplace construction details or lote construction to be per attached fireplace standard drawing. Sec. 3707 !6. Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 2516(a) regarding ties and 19 wire in horizontal joints or note construction to be per attached sheets 30-1 or 30-2. 3-8. Show height and construction details of ' ^all masonry walls Chapter 24 M. Note that cleanout openings shall be provided ' at the bottom of all cells to be grout filled over 4' in a single pour. Cleanout shall be sealed before grouting, after inspection Sec. 2415 Show floor and roof connections to masonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Sec. 2310 Provide material specifications for mortar, grout, masonry and reinforcing steel. Sec. 2403 93. Show how masonry house walls retaining earth / /are to be waterproofed. Provide detail. Tf / /Note that special inspection of the masonry will be required for G. GARAGE AND CARPORTS -" fL&0 Garage requires one-hour fire protection X"^ on the garage side of walls and ceilings common to the dwelling Table 5-8 Sec 503Tb .All elements supporting floor above garage to have one-hour fire-resistive protection on the garage side. Sec. 503 Beams and posts, not within the wall or ceiling con- struction, must comply with UBC, Table 43-A, or be minimum 6" dimension beam and minimum 8" by 8" post. JXfS. Show 1 3/8" solid core self-cloaing door ' for openings between garage and dwelling. ^Sec. 503(dJ ttf5. Garages are not permitted to open into S a room used for sleeping purposes. Sec. 1104 Openings between carport and residencerequire self-closing doors and stationary windows. Sec. 1214 Show garage framing section, size of header over garage opening, lateral cross bracing at plate une and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2'8". Table 24-1 Doors between dwellings and attached garages may swing in either direction provided the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from the building. If the difference in floor elevation exceeds7 1/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not swing over the depressed level. (see 3303(i)2 and 3305 (g). Provide 18" raised platforms for any FAU, water heater, or any other device which "may generate a flame or spark. Note that continuous fire wall protection shall be installed behind raised platform!s) prior to framing platform. H. FOUNDATION. REQUIREMENTS 119. Note on plans that"A soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soil problems disclosed during construction". Sec.306(a)12. Submit soils classification determination by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sec. 2905 .21. Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905 The foundation plan does not comply with the soil report recommendation for this project .23. Provide notes on the foundation plan listing the soils report recommendations for foundations,slab and building pad preparation. 124. Note on the foundation plan that "Prior to the Contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building Official in writing that: 1. the building pad was prepared in accor- dance with the soils report- 2. the utility trenches have been properly backfilled and compacted, and. 3. the foundation excavations, forming and reinforcement comply with the soils report and approved plan " Provide spread footings for conceitrated loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29 Show height of all foundation walls. Chapter 23 Show height of retained earth on all foundation walls. Chapter 23 Show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29 Note on plans that wood shall be 6" above finish grade Sec. 2417(c) 7. Note on plans that surface water will draia.^ away from building and show drainage pattern "**\ and key elevations. Sec. 2905(fK "5>£<2. £o\l^ 4\ Dimension foundation per Table 29A?"vi $e/?l)tX4* t s- ^**"~T* '"' nm •••i^^ TABLE NO 29-A-FOUNDAT1ONS FOR STUD BEARING WALLS—MINIMUM REQUIREMENTS NUMBER OF STORIES 1 2 3 THICKNESS OFFOUNDATION WALL (Inches) CONCRETE 6 3 10 UNIT MASONRY 6 8 10 WIDTHOFFOOTING(Inchii) 12 15 18 THICKNESSOF FOOTING (IflcDtl) 6 7 8 DEPTH OF FOUNDATION BELOW NATURAL SURFACE OF GROUND AND FINISH GRADE (Inchti) 12 IS 24 NOTES Where unusual condition! or frost conditions are found, footings andfounds lions shall be as required in Section 2907 (a) The ground under the floor may be excavated to the tletation of thelop of the foot me 12. Show foundation sills to be pressure treated, . or equal. Sec. 2517(c) 3. 1/33. Show foundation bolt size and spacing. / Sec. 2907(e) Specify size, ICBO number and manufacturer of power driven pins. Show edge and end , distance and spacing. Sec. 306(f) L75 Show size, imbedment and location of hold f /down anchors on foundation plan Sec. 2312(f) LJft Note on plan that hold down anchors must * be tied in place prior to foundation inspection. -Sec. 2312(f) Show adequate footings under all shear walls. Sec. 2311(e) Show stepped footings for slopes steeper than 1:10. Sec. 2907[c) Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Sec 2517 Show pier size, spacing and depth into / undisturbed soil Table 29-A' /141. Show minimum under floor access of 18"x 24" / ,Sec. 2517 IjTS Show minimum under floor ventilation equal r to 1 1/2 sq. ft. for each 25 lineal feet of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- ly opposite sides. Sec 2517 I. FRAMING Note cross bridging or blocking Floor joists and rafters more than 12" in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not exceeding 8 feet. Sec. 2506(g) Show blocking at ends and of floor joists, and for rafters at walls. Sec. 2506(g) Show solid blocking at\ridge line at exterior walls on tru3 Sec. 2506(g) Show double joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Sec. 2518(d) 5 lofi. Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling joists are not .parallel. Sec. 2518(h) Show rafter purlin braces to be not less than 45 degrees to the horizontal.Sec. 2518(h) Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.) Show double top plate with minimum 48" lap splice. Sec. 2518(g)4 Show nailing will be in compliance with Table 25-P. Provide fire stops between stories, between top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other °ej"T3LtI~M y. able stud heights. 2"x4 3"x4"&2"t6"9 I6"o c. is 20 i 1 Hi if i mi in allow- 16" is 14', Sec. 25l8(g)2 ,/ Note an A.I.T.C Certificate of Compliance for glued laminated wood members shall be given to the Building Inspector prior to erection. Sec 306(fl Detail all post to beam and post to footing connections. Sec. 2517(c) 4 Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking Maintain maximum diaphragm dimension ratios. "\(Tables I,J,K; Show 3"x4" or 2"x6" studs in first story of three story building. Sec. 2518(f) Provide truss details and truss calculations. Provide roof framing plan. Sec. 302(a)7 Provide sections through •V^.crti ^i Wo MJ rt .\P| Section 302(a) l£fl'Show all joists, rafters, beams, and posts 2" to 4" thick to be No 2 Grade Douglas Fir-Larch or better. All posts and beams 5" and thicker shall be No 1 Grade Douglas Fir-Larch or better (Table 25-A-l) Show wall bracing Every exterior wood stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-in brace or equivalent. Sec 2518(g)5 In areas suoject to water splash and in exterior locations, wood,columns and posts shall be supported by piers projecting at least 2" above the finished grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar Sec 2517(c)4 S\\. &^.\r — Show location of attic access with minimun size 22" x 30". Sec 3205 Show draft separation for attic areas in excess of 3,000 sq.ft. Sec 3205 Show draft separation for space between dropoed ceilings and floor above in excess of 1,000 sq.ft. Sec. 2517 Specify plywood grade and panel indenti- fication index Table 25-J when roof pitch is less than 3.12, design ridge as a beam. Sec. 2518 (h) wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in ,height. Sec. 2516(b) Gypsum lath and plaster, gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms to forces imposed by masonry or concrete construction. Table 47-1 19QJI If cripple wall studs are less than 14' framing shall be solid blocking. Sec.2S18(g_^6 ' 191. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories Sec. 2518(g)6'Show plywood sheathing over exposed eaves, or other weather exposed areas, is exterior ..grade. Sec. 2517{g) 3 Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Sec. 470S(e) Provide an approved waterproof building paper under wood siding. Sec. 1701(a) Specify an approved flashing for exterior openings and parapet walls. Sec. 3208 '6. Show corridor width to be minimum 36". Sec. 3304(b) Specify truss layout for 30" x 30" attic access. Ridges, hips, and valleys shall be at least one size larger than supported 1rafters. Sec. 2S18(h) 3 Provide metal straps across ridge beam and rafters. J. MECHANICAL yi. All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code. Show the size, location and type of all heating and cooling appliances or systems. Show source of combustion air for furnace will comply with Chaper 6, U.M C. Every dwelling unit shall be provided with heating facilities capable of maintain- ing a room temperature of 70" F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211 Show minimum 30" deep unobstructed working space in front of furnace Note on plans,clearances to be per manufac turers listing Sec 704 UMC Furnace shall not be installed under any stairway Sec. 704 UMC Furnace shall not be installed in any bedroom, bathroom, closet, or in confined space with access only through such room, unless specified as direct vent appliance, enclosed furnace or electric heating appliance Sec 704 UMC Show ICBO approval for prefab fireplace and provide approved installation instructionsat job site. Show access to the attic or under floor furnace to be minimum 30 inches by 30inches. Sec. 708 & 709 UMC Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sec. 708 UMC Show details to comply with Section *709 for furnace under the floor. Section 708 for attic furnace, or Section 710 for roof or outside furnace. Note on plan, gas vents and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC Sec. 1706(a)6 K. ELECTRICAL (National Electrical Code) , All wiring shall comply with the National ElectricalJCQAe. /-*2^-fT Note on the plan the amperage of electrical X 3C II th. service. If the electrical installation is more than 200 amperes, show panel location and provide a single line diagram andload calculations including- Wiring method employed b. Sizes of all conductors, switches, circuit breakers, fuses, and conduits. c. Approximate length of service feeders.d. Provide plot plan showing services, all panel locations, circuit arrangement and load distribution on panel busses. e. Provide typical panel scheduled s) . Dwellings require minimum 100 amp service Show location of all electrical receptacles. Electrical receptacle locations and/or spacing is not adequate At least one receptacle shall be installed outdoors, /injbasemonts andwattached garages., other than-Taurid'ry-oTJtl'elJsrArt. 2'10-25(D) Show minimum dwellino-lighting- (NEC Art 210-26(a) andC^l.^^ inQaraqe,^^^ and outdoors NEC Art ilo-SVa'h Note "UFER" ground to be provided (NEC). Art. 250-81 1^ PLUMBING (Uniform Plumbing Code) All plumbing shall comply with the Uniform Plumbing Code. Show water heater size, type and location on plans. Show method of providing combustion air 'to fuel burning water heater. Sec. 1307 Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309 Provide adequate barrier to protect water heater from vehicle damage. Sec 1310 Show T and P valve on water heater and show route of discharge line to exterior Sec. 1007(e) rovide dryer vent to outside. Sec. 1903 UMC Note on the plan that hose bibbs and sprinkler systems shall have approved backflow prevention devices. Sec.^1003 Shower stall shall accomodate a 30"circle and have a minimum floor area of 900 sq.m UPC 909(d) KOISE INSULATIOH f DUPLEXES 1 Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and an Impact Insulation Class (IIC) rating on floor/ ceiling of SO decibles. Title 25 Show how penetration of assemblies for piping, electrical devices, recessed cabinets bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25 Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25. ENERGY CONSERVATION All additions to existing residential buildings must comply with Title 24 energy regulations. Additions exceeding 30% of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceiling area is accessible for insulation installation {T20-140KC) . Specify the insulation R values for walls, roof and ceiling. (R-ll for walls: R-19 for ceilings, or provide details and analysis for alternate design. T20-1403 Table A & 2B Specify the gross floor area or heated portions of the. dwelling, and the area of glazed openings on the plan. (T20-1430) Provide an analysis justifying increasing the single glazed area beyond 16% of the •gross floor area. Show method to reduce ^ heat loss to that which would occur with ./basic glazing. (T20-1402,def.) J75J Provide energy analysis to show that the bonnet capacity of the gas central furnace does not exceed the building design heat loss by more than 30%. (Exceptions: 48,000 BTU Hr, output furnace. See also California Efficiency Adjustment ) T24-14Q4 Note on plan that all tranverse ducts, plenums, and fitting points of HVAC system shall be sealed with pressure sensitive tape or mastic to prevent air loss T20-1404 Note on plan that insulation of ducts shall conform to UMC Section 1005. (T20-U04) Note on plan that all doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (T20-1403). Note on plan that back draft dampers are required on all fan systems exhausting air from the building. T2Q-1403 Electrical resistance space heating shall not be used unless: a. 60% of heating/cooling is supplied by a nondepletable source b supplements a heat pump system, c less than 10% of total heating system, d life cycle cost analysis justifies. T20-1404 Note on plan that all heating and cooling equipment efficiencies shall conform to Title 20-Chapter 2, Subchapter 4, Article 4. (75% for forced air furnaces) Vote on plan that no natural gas, central heating plant may be installed without an Intermittent Ignition Device T20-1405 Electric resistance water heating is not permitted unless verfied as cost effective by a life cycle cost analysis T20-1406 Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. T20-1406 MlgCELLAgEguS Show a minimum 2" air space and flashing between planter and building walls. Sec. 2S17(e) Specify material to be used under the shower tile Sec. 1707(a) Specify lath and plaster to comply with Chapter 47, CJ8C. Two 3/4" copper pipes must be installed from water heater location to convenient location of future solar panels (City Grd.) Provide sleeves (roof jacks) in roof for two future 3/4" copper pipes to convenient location of future solar panels (City Ord.) Note that solar water piping is to be insulated in areas that are not heated or cooled. (City Ord ) See attachment for roofing requirements. l/l° The plans were reviewed based on the information shown on the plans If the plans are in error, or changed during construction, the permittee shall contact the Building Department for review and prior approval before proceeding with the work: |I Building plans are substantially correct and complete. By: Date: L_J Building plans would be substantially correct and complete if minor corrections are made at counter. By. Date Building plans require major corrections and complete plan recheck, by plan check engineer, is required—•» By: , vQ \A/y\ Date:\o\ If you have any questions regarding this plan check, please We would also be pleased to meet with you, at no charge, if additional assistance is needed. n o Date Prepared byi VALUATION AND PLAN CHECK FEE Q Bldg. Dept, O Esgil PLAN CHECK NO. BUILDING ADDRESS APPLICANT/CONTACT /7M"7 /SYc,^ on Mr Sfcnj'HONE NO. __ BUILDING OCCUPANCY _ f?~3> DESIGNER PHONE TYPE OF CONSTRUCTION 1/-A/CONTRACTOR PHONE BUILDING PORTION /Z/t&Zf- hwntf (±Szt^di * 'a <^*/3v&&t'Sfe Res. Baths (over 3) Res. Fireplaces (°^2er Air Conditioning Commercial Residential Res. or Comm. Fire Sprinklers Total Value BUILDING AREA /26Z 6/7 /g?9 $ X 2(; 4<?^y-£L VALUATION MULTIPLIER 0/zs*37Ss> - 9^ @ 2,200 @ 1,760 @ 2.80 0 2.40 @ 1.50 VALUE *H /J^o 7/T J^f ^d^rfrZTZT X/3V- //. ?S~&f /AS*fat ^a&¥$^ Building Permit Fee $ Plan Check Fee C D H ME N TS: Adjustjnerttfor State Mapttated Handicapped ~~~ 8/4/82 BENTON ENGINEERING. INC. APPLIED SOIL MECHANICS - FOUNDATIONS BS40 RUFFIN ROAD SAN DIEGO, CALIFORNIA 921 23 October 4, 1983 PHILIP HENKING BENTON —- PRESIDENT - CIVIL ENGINEER J _ TjrfEPHONE 1714) SCO 19B5 Revo Construction Company 770 Rancho Santa Fe Drive Encinitas, CA 92024 Subject: Project No. 83-10-4M Moisture Contents in Subgrade Soils 2645 - 47 Cazadero Drive Lot 221 of La Costa Meadows Unit No. 1 Carlsbad, California Gentlemen: This is to report the results of tests to determine the moisture contents of the soils in the upper three feet below finished grade in the proposed building area at the subject site in Carlsbad, California. The soil samples were obtained on October 3, 1983 and the results of the moisture determinations are presented as follows: f Depth Below Moisture Approximate Location Existing Grade Content of Samples in feet (% dry wt) Northeasterly portion of proposed building area 1.0 19.7 2.0 17.9 3.0 19.9 Southwesterly portion of proposed building area 1.0 20.0 2.0 21.4 3.0 21.1 It ts concluded from the field observations of the various soij types and the final results of the moisture determined-ions that the soils in the upper three feet below finished grade of the locations sampled have been sufficiently moistened to minimize the potential expansion of the soils, as recommeoded in our report under Project No. 70-10-28D dated October 12, 1971. It is recommended that pti^ttjv^ drainage, 6 inches of vertical fall In 6 feet horizontally, should be provided around the perimeter of the house in landscaped areas. Drainage systems should also •-Revo Construction Company Project No. 83-10-4M -2-October4, 1983 be provided to collect all runoff from roofs and conduct the water in watertight pipes either into the streets or storm drains. All surface drainage should be prevented from ponding adjacent to or running over the tops of slopes. Inlet boxes and watertight pipes should be installed when necessary to comply with the above requirements. Respectfully submitted, BENT ON ENGINEERING, INC. By R.C. Remer Reviewed by PhiT'p H. Bfenron, Civil Engineer RCE No. 10332 Distribution: (3) Addressee RCR/PHB/jer BENTON ENGINEERING INC BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS FOUNDATIONS BB40 RUFFIN ROAD SAN DIEGO, CALIFORNIA 921 23 October 4, 1983 PHILIP HENKINO BENTON PRESIDENT - CIVIL ENGINEER TELEPHONE (714) B8S-1BB5 Reva Construction Company 770 Rancho Santa Fe Drive Encinitas, CA 92024 Subject: Project No. 83-10-4M Moisture Contents in Subgrade Soils 2645 - 47 Cazadero Drive Lot 221 of La Costa Meadows Unit No. 1 Carlsbad, California Gentlemen: This is to report the results of tests to determine the moisture contents of the soils in the upper three feet below finished grade in the proposed building area at the subject site in Carlsbad, California, The soil samples were obtained on October 3, 1983 and the results of the moisture determinations are presented as follows: Approximate Location of Samples Northeasterly portion of proposed building area Southwesterly portion of proposed building area Depth Below Existing Grade in feet 1.0 2.0 3.0 1.0 2.0 3.0 Moisture Content (% dry wtj 19.7 17.9 19.9 20.0 2K4 21.1 It fs concluded from the field observations of the various soi| types and the final results of the moisture determinations that the soils In the upper three feet below finished grade at the locations sampled have been sufficiently moistened to minimize the potential expansion of the so'ls, as recommended in our report under Project No. 70-10-28D dated October 12, 1971. It is recommended that positive drainage, 6 inches of vertical fall in 6 feet horizontally, should be provided around the perimeter of the house in landscaped areas. Drainage systems should also Revo Construction Company -2- October 4, 1983 "Project No. 83-IO-4M be provided to collect all runoff from roofs and conduct the water in watertight pipes either into the streets or storm drains. A|| surface drainage should be prevented from ponding adjacent to or running over the tops of slopes. Inlet boxes and watertight pipes should be installed when necessary ro comply with the above requirements. Respectfully submitted, BENTON ENGINEERING, INC. By R.C. Remer Reviewed by PMI:p H. Benton, Civil Engineer RCE No, 10332 Distribution: (3) Addressee RCR/PHB/jer BENTON ENGINEERING INC BENTON ENGINEERING, INC. 5540 RUFFIN ROAD SAN DIEGO, CALIFORNIA 92123 565-1955 TO; Mr. Bill Stone 3251 Holiday Court Suite 204 La Jolla, California 92037 ATTENTION: Mr> Bm stone OUR PROJECT NO. 79.4.1 We are transmitting the following: One copy ofour report of Project No. 79-4-11M entitled "Moisture Contents in Subgrade Soils, Lot 221 of La Costa Meadows, Unit No. 1, Carlsbad, California, "dated April 20, 1979. DATE; March 14, 1983 MAIL: XXXXXXX TO 3E CALLED F°R: "^ DELiVER£D= REMARKS: Transmitted per instructions of R.C. Remer BENTON ENGINEERING, INC. R. C. Remer/laa HI NTON *-N Jinn IMN'1 1 y^L^t^ APPLItD COIL HrCMAIJlC3 FOUNDATIONS BBflO RUOiN KOAO SAW D1STC.O, CALIFOmilA &2VZ3 ipriLNKihcw^NroN April 20, 1979ta*NT - <~IVIL tNCTHiEn ~ '- <~1VIL fcNCTHiEn ~ ' fffLCPHON^ C'l-9) Mr. Mark Turner 1420 Lucky Street Oceanslde/ California 92054 Subject: Project No. 79-4-11M Moisture Contents In Subgrade Soils Lot 221 of La Costa Meadows Unit No. 1 Carlsbad, California ~i Dear Mr. Turner: This is to report the results of tests to determine the moisture contents of the soils In the upper three feet below finished grade in the proposed building area at the subject site in Carlsbad/ California. The soils samples Were obtained on April 19, 1979, and the results of the moisture determinations are presented as follows: Depth of Sample Approximate Below Existing Grade Moisture Content Location of Samples (in Feet) (% dry wt) Southeasterly portion of proposed building 1.0 16.5 area 2.0 20.9 3.0 20.8 Noithwesterly portion of proposed building 1.0 29.6 area 2.0 19.9 3.0 19.0 It is concluded from the field observations of the various soil types and the final results of the molsrure determinations that the soils in the upper ihree feet below finished grade at the locations sampled have been sufficiently moistened to minimize the potential expansion of the soils/ as recommended in our report under Project No. 70-70-23D, dated October 12, 1971. Respectfully submitted, DENTON ENGINEERING, INC. By -&&> <^ -^Z^^^g^ Reviewed b^ ^^ _ R. C. Remer pirTfip'H. B;fcton,' CivilTnfmli RCE No. 10332 Distribution: (3) Addressee atNTONPRMIEWNT - CIVIL INOINHH BENTON ENGINEERING, INC. APPLIED 8OIL MECHANICS FOUNDATIONS BS4U HUFPIN ROAU BAM DIBCiO, CALIFORNIA AoHl 20. 1979" ' " ' ' APR 2 31979 CITY OF CARLSBAD u-i.^.iig Dc-partment TKLKI-HON* <7M) BOB Mr. Mark Turner 1420 Lucky, Street Oceanslde,' California 92054, ' * j Subjects f Project No. 79-4-11M " Moisture Contents In Subgrade Soils . > Lot 221 of 'La Costa Meadows Unit No, 1 • '^ i, Carlsbad, California•* c > " Dear A^r, Turners This ts to report the results of tests to determine the moisture contents of the soils In the upper three feet below finished grade In the proposed building area at the sub|ect site In Carlsbad, California,- The satis samples were obtained on April 19, 19797 and the results of the moisture determinations are presented as follows: -'.^ T Depth of Sample Approximate Below Existing Grade Moisture Content Location of Samples _ (In Feet) _ (% dry wt) Southeasterly portion of proposed building area-'- ^ ; ; ; Northwesterly portion of proposed building area "I,'-* 1.0 2.0 3.0 1.0 2.0 3.0 16.5 20.9 20.8 29.6 19.9 19.0 It ts concluded from the field observations of the various soil types and the final results of the moisture determinations that the soils In the upper three feet below finished grade at the locations sampled' have,,been sufficiently moistened to minimize the potential expansion of the lolls, a» recommended-in our report under Prelect No, 7Q-1GV28D, dated October 12, 1971. 'J, 1 X-^f.VtfS*^ ^h (i <- '-•>' ( * - t ^ * , "' V .Respectful jy/submltted , BENTON ENGINEERING, INC.» ,n. ' f A O*'r'[ . "V * Reviewed_ R. C, Remer' fc' Distributions (3) Addressee p H. Briton, Civ RCE No. 10332 I 5-4-78 LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SEWER SERVICE Owner's Name Robert fi.Phone No. a33. Mailing Address 1914 Stewart Street Oceanside. CA 92054 Service Address:Cazadero Dr_j_ve_ Tract Description: Lot 221. La Costa Meadows £ SEWER PHrrTo UPON RECEIPT OF BUILDING PERMIT. BUILDING PERMIT MUST BE Assessor's Parcel No. 215-300-28 APPLIED FOR BY lype of Building Duplex No. Units 2 Connection Fee $] lateral Size. 4" __ 6" __ 8" _ Saddle ___ Easement Connection J_pre-pd Extra Footage- @ $ Extra Depth: @ $ Amount Rec'd $ 2CD Ck. No/Cash /VT} Date %~3& Rec ' d By „£/ <. fjiuj ll, tqso 3?nn.no 400 .00) QCO^ Lateral Fee Prorated Sewer Service Fee Total - $ /"^L^*"3 The application must be signea by the owner (or his authorized representative) of the property to be served. The total charges must be paid to the District at the time the application is submitted. If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from the main collection line in the street (or easement) to the point in the street (at or near the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral. The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC^ TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED. The prorated sewer service fee is based upon the date the District estimates that service will begin and covers the balance of the fiscal year. There will be no additional fee or refund if service actually commences on a different date. For succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes. The undersigned hereby agrees that the above information given is correct and agrees to the conditions as stated. Owner's Signature Date Account No